Your browser does not allow JavaScript!
JavaScript is necessary for the proper functioning of this website. Please enable JavaScript or use a modern browser.
Repository of the University of Ljubljana
Open Science Slovenia
Open Science
DiKUL
slv
|
eng
Search
Advanced
New in RUL
About RUL
In numbers
Help
Sign in
Details
Target-drift seismic-force-based design of one-story reinforced concrete precast buildings considering the requirements of the second generation of the Eurocode 8 standard
ID
Isaković, Tatjana
(
Author
)
PDF - Presentation file,
Download
(3,89 MB)
MD5: FC62A185E44749F477F4D8CBB3F83A40
URL - Source URL, Visit
https://onlinelibrary.wiley.com/doi/10.1002/eqe.4260
Image galllery
Abstract
Results are presented concerning the force-based design of a wide range of reinforced concrete, single-story precast buildings, considering the requirements of the new Eurocode 8 standard. The relevant criterion defining the cross-sectional dimensions of the columns was the 2% drift limitation. Buildings were designed considering a behavior factor of 3 and a 50% reduction in stiffness corresponding to the gross cross-section. The design evaluation, using a nonlinear pushover analysis, revealed that all the buildings could expect approximately twice the drift considered in the design with significant second-order effects, particularly in very tall columns. The main reasons for large discrepancies between the elastic and nonlinear analyses were the arbitrarily selected behavior factor and the arbitrarily selected reduction in stiffness corresponding to the gross cross-section (the stiffness considered in the design was approximately double what the nonlinear analysis revealed). The analysis revealed that these two quantities are closely correlated. Once the dimensions of the columns had been selected, the force and initial stiffness reduction could not be chosen arbitrarily. Correlations were determined between the column dimensions, theoretical stiffness reduction, seismic force reduction (behavior factor) and second-order effects. From these correlations, a new target-drift force-based design methodology was proposed. All considered buildings were redesigned using the proposed method. The results of the new design and the nonlinear-pushover-based analysis correlated well.
Language:
English
Keywords:
force-based design
,
new Eurocode 8
,
nonlinear analysis
,
RC precast buildings
,
target-drift design
,
civil engineering
Work type:
Article
Typology:
1.01 - Original Scientific Article
Organization:
FGG - Faculty of Civil and Geodetic Engineering
Publication status:
Published
Publication version:
Version of Record
Year:
2025
Number of pages:
Str. 319–345
Numbering:
Vol. 54, iss. 1
PID:
20.500.12556/RUL-165621
UDC:
624.04
ISSN on article:
1096-9845
DOI:
10.1002/eqe.4260
COBISS.SI-ID:
212722435
Publication date in RUL:
10.12.2024
Views:
893
Downloads:
763
Metadata:
Cite this work
Plain text
BibTeX
EndNote XML
EndNote/Refer
RIS
ABNT
ACM Ref
AMA
APA
Chicago 17th Author-Date
Harvard
IEEE
ISO 690
MLA
Vancouver
:
Copy citation
Share:
Record is a part of a journal
Title:
Earthquake engineering and structural dynamics
Shortened title:
Earthquake eng. struct. dyn.
Publisher:
Wiley, International Association for Earthquake Engineering
ISSN:
1096-9845
COBISS.SI-ID:
512816153
Licences
License:
CC BY-NC 4.0, Creative Commons Attribution-NonCommercial 4.0 International
Link:
http://creativecommons.org/licenses/by-nc/4.0/
Description:
A creative commons license that bans commercial use, but the users don’t have to license their derivative works on the same terms.
Secondary language
Language:
Slovenian
Keywords:
gradbeništvo
,
projektiranje po metodi sil
,
novi Evrokod 8
,
nelinearna analiza
,
AB montažne konstrukcije
,
projektiranje glede na ciljni pomik
Projects
Funder:
ARIS - Slovenian Research and Innovation Agency
Project number:
P2-0185
Name:
Potresno inženirstvo
Similar documents
Similar works from RUL:
Similar works from other Slovenian collections:
Back